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| 1 |
Post-earthquake track irregularity spectrum of high-speed railways continuous girder bridge
Feng, Yulin;Jiang, Lizhong;Zhou, Wangbao;Chen, Mengcheng;
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Techno-Press
, v.40, no.3, pp.323-338,
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| 2 |
Experimental study on cold-formed lipped channel stub columns reinforced by steel bars or steel strips
Chen, Jian-Feng;Chen, Ming-Qi;Shen, Yong-Kang;Shao, Jian-Hua;Yang, Xin-Xin;
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Techno-Press
, v.40, no.3, pp.339-354,
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| 3 |
Dispersion of waves characteristics of laminated composite nanoplate
Xu, Xinli;Zhang, Chunwei;Musharavati, Farayi;Sebaey, Tamer A.;Khan, Afrasyab;
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Techno-Press
, v.40, no.3, pp.355-367,
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| 4 |
Energy factor of high-strength-steel frames with energy dissipation bays under repeated near-field earthquakes
Ke, Ke;Yam, Michael CH;Zhou, Xuhong;Wang, Fuming;Xu, Fei;
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Techno-Press
, v.40, no.3, pp.369-387,
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| 5 |
On static buckling of multilayered carbon nanotubes reinforced composite nanobeams supported on non-linear elastic foundations
Alazwari, Mashhour A.;Daikh, Ahmed Amine;Houari, Mohammed Sid Ahmed;Tounsi, Abdelouahed;Eltaher, Mohamed A.;
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Techno-Press
, v.40, no.3, pp.389-404,
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| 6 |
Seismic behavior of cross-shaped concrete-filled steel tubular columns
Zhang, Ji-Cheng;Liu, Xiao-Yu;Zeng, Lei;Du, Guo-Feng;Xiao, Jia-Hao;
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Techno-Press
, v.40, no.3, pp.405-420,
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| 7 |
Tensile performances of single-lap countersunk composite joints with metallic bushing
Cheng, Xiaoquan;Du, Xiaoyuan;Chen, Kun;Shu, Maosheng;Liu, Xiaodong;Chen, Gang;
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Techno-Press
, v.40, no.3, pp.421-434,
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| 8 |
Self-centering BRBs with composite tendons in series: Tests and structural analyses
Xie, Qin;Zhou, Zhen;Zhang, Lingxin;
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Techno-Press
, v.40, no.3, pp.435-450,
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| 9 |
Higher order plate theory for buckling analysis of plates based on exact solution
Bi, Ran;Gao, Jun;Allahyari, Seyedmahmoodreza;
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Techno-Press
, v.40, no.3, pp.451-459,
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| 10 |
Ultimate axial capacity prediction of CCFST columns using hybrid intelligence models - a new approach
Luat, Nguyen-Vu;Shin, Jiuk;Han, Sang Whan;Nguyen, Ngoc-Vinh;Lee, Kihak;
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Techno-Press
, v.40, no.3, pp.461-479,
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